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Permit PG13-0154 - BOEING #2-81 - ALTERATION
BOEING #2-81 8123 EAST MARGINAL wys PG13-0154 Parcel No: Address: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 0001600020 Permit Number: 8123 E MARGINAL WAY S 081 Project Name: BOEING #2-81 Issue Date: Permit Expires On: PG13-0154 12/4/2013 6/2/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 , SEATTLE, WA, 98124 STEVEN NIGHSWONGER 8657 S 190 ST BLDG F , KENT, WA, 98031 DESIGN AIR, LTD. 8657 SOUTH 190TH ST, KENT, WA, 98031 DESIGL*212DG Expiration Date: 3/7/2014 Phone: (253) 867-1418 Phone: (253) 854-2770 DESCRIPTION OF WORK: DEMO FLOOR DRAINS, CAP AND ABANDON PIPE IN PLACE. INSTALL (1) FLOOR CLEAN OUT AND TIE INTO EXISTING SANITARY WASTE. Valuation of Work: $225,000.00 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Fees Collected: $156.88 Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Permit Center Authorized Signature: Date: 1E1°14111 `• • hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agre to the conditions attached to this permit. 44 Signature: Print Name: - IhVth'\ N (4)inl (Jyt e.r Date: l a / /13 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 2: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 3: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 4: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 5: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 6: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 7: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 8: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 9: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 10: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 11: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 12: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 13: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 14: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 15: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 16: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. • 17: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING 1110 CITY OF TUKWILA Community Development Department Permit Center 6300 SouthcenterBlvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: o (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 81a3 Site Address: 77-ff East Marginal Way South Suite Number: 2-81 Floor: 1st The Boeing Company King Co Assessor's Tax No.: 0001600020 Tenant Name: PROPERTY OWNER A Name: .Mikeivt tyai"s- JV h.51/1/04,3 eir Name: The Boeing Company City: Kent State: WA Zip: 98031 Address: 100 North Riverside Plaze Email: s.nighswonger@design-air.com Cit': Chicago State: 11., Zip: 60606 CONTACT PERSON — person receiving all project communication A Name: .Mikeivt tyai"s- JV h.51/1/04,3 eir Address: 8657 South 190th Street Bldg. F City: Kent State: WA Zip: 98031 Phone: Fax: (253) 854-6131 Email: s.nighswonger@design-air.com .S -86i- qw' New Tenant: ❑ Yes m.. No PLUMBING CONTRACTOR INFORMATION Company Name: Design Air, Ltd. Address: 8657 South 190th Street Bldg. F Cit': Kent State: WA Zip: 98031 Phone: (253) 854-2770 Fax: (253) 854-6131 Contr Reg No.: 600-314-241 Exp Date: 02/28/2014 Tukwila Business License No.: BUS -0994595 Valuation of Project (contractor's bid price): $ 225,000 Scope of Work (please provide detailed information): Demo Floor drains, cap and abandon pipe in place. Install one floor clean out and tie into existing sanitary waste. Building Use (per Int'1 Building Code)- Industrial (Heavy) Occupancy (per Int'! Building Code): Fl Factory Industrial Utility Purveyor: Water Sewer: H:\Applications\Porms-Applications On Line \2011 Apphcatmns\Plumbmg Pernut Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 • Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher; domestic with independent drain 1 Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750. gallon capacity) 1 Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) .:. .. . Fixture Type; . • Qty Bidet Drinking fountain or water ` cooler (per head) 1 Lavatory' • Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment 1 Backflow protective device other than atmospheric - type vacuum breakers 2 • inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections' over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 1 Wash fountain Water closet Industrial waste treatment interceptor; • including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 1 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping . . system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject •. to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING (WATER OR A Signature: ENT: Date: 11/11/2013 Print Name: Steven Ni. swonger Day Telephone: (253) 854-2770 Mailing Address: 8657 South 190th Street Bldg. F H: ApplicationslFonns-Applicatrons On Lmet2011 Apphcations\Plumbmg Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Kent. WA . 98031 City State zap Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,834.01 M13-0207 Address: 8123 E MARGINAL WAY S 081 Apn: 0001600020 $2,677:13 MECHANICAL $2,677.13 PERMIT FEE 000.322.100.00.00 $2,109.20 PERMIT ISSUANCE BASE FEE 000.322.100.00.00 $32.50 PLAN CHECK FEE 000.322.102.00.00 $535.43 PG13-0154, Address: 8123 E MARGINAL WAY S 081 Apn: 0001600020 $156.88 PLUMBING $156.88 PERMIT ISSUANCE BASE FEE 000.322.100.00.00 $32.50 PERMIT FEE 000.322.100.00.00 $93.00 PLAN CHECK FEE 000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R70 $31.38 $2,834.01 Date Paid: Tuesday, November 12, 2013 Paid By: DESIGN AIR Pay Method: CHECK 98501 Printed: Tuesday, November 12, 2013 10:34 AM 1 of 1 CITIWYSTEMS INSPECTION RECORD - Retain a copy with permit INSPECTION NO. PERMIT N0. � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P03 -49(Sei Proj tType oma, A6 2- .-S" I • of Inspection: ` P 1 1 - , xi --r......_- Address: cS- 7 . AA 6./q -L.- Date Called: (c) j6,f � A 6rovAl- Special Instructions:// I Inr l�fr r C i t _ 0( Date Wanted: 1 G- --(`P - 13 p.m. � J.Jr"; rTd 8 orf .Requester: f e -Phone hone No: -- p-"3 - 53.3 Z:._. . Approved per applicable codes. Corrections required -prior to approval. COMMENTS: Date: I.Z_-19- 13 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. THE BOEING COMPANY CDC RELOCATIONS - WIRE SHOP MOVE TO 02-81 SEPARATE PERMIT IT REQUIRED FOR: Mechanical Electrical ® Plumbing Gas Piping City of Tukwila BUILDING DIVISION 8123 E MARGINAL WAY TUKWILA, WASHINGTON 98108 BUILDING 02-81 JOB # 19760 90% PERMIT SET LOCATIO\ I\ REGIO\ VAD DUWAMISH WATERWAY 2-41 2-40 TO EVERETT E. MARGINAL WAY S. H 111P-MUKILTEO 2-44 2-45 Ila SOD BOTHELL WEIMMMEMEF 2-s11 ) 2 6) LYNN DMOND: F 2-49 LAND REI MOND 0 EVUE ISSAQUAH PROJECT SITE SITE ACCESS 0 2-66 2-65 2p 2-63 2- 2_55 0 2 4111. 1 I 02-66UV,201 I v 12-80 f�1 2-11000, i PROJECT SITE 0/ O ON 2-84 ' 2 /, 3 >...�- SCALE: N 2-117 \ 2-1090 2Q SCALE: NONE 2-116 •\ / N / �� ETON KENT mffi NONE ME � "® 0 TO TPOIMA •AUBURN MEM No changes of REVISIONS scope of shall be made to the work without prior approval Tukwila Building Divisinn NOTE: Revis:ons will require a new plan subm ttal and may include additional plan review fees REVIEWED FOR CODE C9MPLIANCE APPROVED NOV 2� 0 2013 Fri C,-' City of uk iia BUILDINQ VISION VICI\ITY VAD DUWAMISH WATERWAY 2-41 2-40 E. MARGINAL WAY S. H 2-44 2-45 2-s11 ) 2 6) GATE B-18 F 2-49 SITE ACCESS 0 2-66 2-65 2p 2-63 2- 2_55 0 2 4111. 1 I 02-66UV,201 I v 12-80 f�1 2-11000, i PROJECT SITE 0/ 2-84 ' 2 /, 3 2-117 \ 2-1090 2Q SCALE: NONE 2-116 •\ / N / CODES AND PERMITS PERMITS REQUIRED & FOR REVIEW: ® BUILDING ❑ GRADING ® PLUMBING * ❑ LANDSCAPE ® MECHANICAL* ❑ DEMOLITION ® ELECTRICAL * ❑ CIVIL ® FIRE PROTECTION* ❑ STRUCTURAL * TO BE RE\1E'AED UNDER SEPARATE PER4AT WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE COMPLIANCE OPTION ® PRESCRIPTIVE ® LPA ❑ ANALYSIS ❑ N/A SPECIAL INSPECTIONS REQUIRED: ❑ WELD ❑ CONCRETE O REBAR ❑ ANCHOR BOLTS ❑ STRUCTURAL BOLTING ❑ STRUCTURAL OBSERVATION ❑ OTHER CALCULATIONS TYPE NRGC ATTACHED (YES) ________(NO) TAX PARCEL NUMBER: 112405-9134 LEGAL 3ESCRI TIO\ APN: 000160-0020 A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT #1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., AND IN THE JOHN BUCKLEY DONATION CLAIM NO. 42; SAID TRACT ALSO BEING THE SOUTHERLY PORTION OF A LARGER TRACT COMMONLY CALLED THE BOEING COMPANY'S PLANT NUMBER TWO SITE, DESCRIBED AS FOLLOWS: BEGINNING AT THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32, AND 33; THENCE SOUTH 88'08'07" EAST ALONG THE NORTH LINE OF SAID SECTION 33, A DISTANCE OF 982.00 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY; THENCE SOUTH 4T51'53" EAST ALONG SOUTHWESTERLY MARGIN 684.62 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 4725'24" WEST 1215.02 FEET MORE OR LESS TO A POINT ON THE NORTHEASTERLY MARGIN OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 4716'23" WEST 1969.12 FEET; THENCE SOUTH- EASTERLY ALONG SAID CURVE, A DISTANCE OF 397.99 FEET TO THE POINT OF INTERSECTION WITH A LINE LYING 825.00 FEET SOUTH, AS MEASURED AT RIGHT ANGLES, OF THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM NO. 42. THENCE SOUTH 89'09'36" EAST ALONG SAID LINE, PARALLEL WITH THE NORTH LINE OF SAID DONATION LAND CLAIM NO. 42, A DISTANCE OF 1387.45 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTH 2732'15" WEST 160.30 FEET, FOLLOWING SAID WESTERLY MARGIN TO THE POINT OF CURVATURE OF A CURVE HAVING A RADIUS 2828.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 1250.10 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 47'51'53" WEST 76.82 FEET TO THE TRUE POINT OF BEGINNING: THIS TRACT CONTAINING AN AREA OF 2,897,955 SQUARE FEET, MORE OR LESS. EU ©P U pol alit [foo. VO Man view k.lprovail Approval of *InStnACtiOfi (Ole violation of any a OMISS Ions. not authorize ce. Receipt Cd: L[DMSKII CODE SUMMARY TYPE OF APPLICATION: NEW ❑ ALTERATION S❑ ADDITION ❑ TENANT IMPROVEMENT NARRATIVE: 10,275 SF OF TENANT IMPROVEMENT OF THE INTERIOR ONLY ON THE FIRST FLOOR OF THE 02 -81 -BUILDING. DEMOUTION WILL INCLUDE THE REMOVAL OF FLOOR/CEILING FINISH MATERIALS, NON -LOAD BEARING WALLS, PLUMBING FIXTURES AND PORTIONS OF THE HVAC, ELECTRICAL AND PLUMBING SYSTEMS. TENANT IMPROVEMENT WILL INCLUDE NEW WALLS, CEILINGS, AND FLOOR COVERINGS. NEW MECHANICAL HVAC, PLUMBING AND FIRE PROTECTION SYSTEMS WILL BE INSTALLED PLUS ELECTRICAL POWER, UGHTING COMMUNICATION AND DATA SYSTEMS TO SUPPORT THE NEW LAYOUT. IN ADDITION A EXTERIOR PAIR OF DOORS ON THE WEST 12,_ p ELEVATION WILL BE INSTALLED. CODES: 20 20 20 20 20 20 20 CU INTERNATIONAL BUILDING CODE (WAC 51-50) INTERNATIONAL FIRE CODE (WAC 51-54) INTERNATIONAL MECHANICAL CODE (WAC 51-52) UNIFORM PLUMBING CODE (WAC 51-56 AND WAC 51-57) WASHINGTON STATE ENERGY CODE (WAC 51-11) ICC/ANSI A117.1 ICC A117.1 ACCESSIBILITY CODE ENT CITY OF TUKWILA ZONING ORDINANCES ORIGINAL CODE: OWNER THE BOEING COMPANY CONTRACTOR & STATE NUMBER. TO BE DETERMINED BOEING PROJECT MANAGER: MICHAEL PRITTIE PROJECT DESIGN ARCHITECT / ENGINEER:ERWIN C. ANGULO, DLR GROUP 206-461-6000 206-304-0027 BOEING CONTACT: MICHAEL PRIT11E FAX NUMBER' TBD PHONE 206-304-0027 E-MAIL MICHAELJ.PRITTIE&B0EING.COM ZONING. CITY OF TUKWILA OCCUPANCY GROUP F1 FACTORY INDUSTRIAL CONSTRUCTION TYPE II -B ALLOWABLE AREA INCREASE. - OCCUPANT LOAD: (ALLOWABLE) SEE A3 FOR FLOOR AREA: 62,828 SF/ FLOOR OCCUPANT LOAD: (ACTUAL) PROJECT CODE INFO (PER SECTION 502 DEFINITION OF BUILDING AREA) OFFICES OCC - BLDG GROSS 125,656 STORAGE OCC - BASEMENT ASSEMBLY OCC - FIRST FLOOR 62,828 CANOPY OCC - SECOND FLOOR 62,828 OTHER OCC = THIRD FLOOR PENTHOUSE OCC = FOURTH FLOOR BUILDING HEIGHT: (ACTUAL) UNCHANGED FIFTH FLOOR SIXTH FLOOR PENTHOUSE PROJECT AREA 10,275 SO FT SO FT SQ FT 5Q FT SO FT SO FT SQ FT SQ FT SQ FT SQ FT STORIES 2 MEZZANINE ? ® (YES) 0 (NO) SO FT 1 2657 FIRE PROTECTION: SPRINKLERED THROUGHOUT ® (YES) ❑ (NO) NFPA 13 AUTOMATIC SPRINKLER SYSTEM IS INSTALLED WITH QUICK RESPONSE HEADS. SEPARATION 2 HOUR AT EXISTING BUILDINGS AND GRID 17 (02-80/02-81) EXTERIOR WALL (NON-BEARING) EXTERIOR WALL (BEARING) INTERIOR WALL (NON-BEARING) INTERIOR WALL (BEARING) DEMOUNTABLE PARTITIONC STRUCTURAL FRAME FLOOR/CEILINGS ROOF CONSTRUCTION HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING SEISMIC CATEGORY: ZONE D DESIGN LOADS: (CHAPTER 23) ROOF: FLOOR LIVE (SNOW) OFFICE MECH/STOR STAIRC (PSF) (PSF) (PSF) (PSF) PENTHOUSE (PSF) CONCENTRATED' DECEIVED CITY OF TUKWILA 3V 1 2 2013 WIND: EXPOSURE NOTE: FOR ADDITIONAL CODE INFORMATION SEE COMPOSITE CODE PLAN SERIES A3 IRIDLR Group PE IT CENTER 90% SUBMITTAL ISSUED FOR PERMIT STM ORIG CDC RELOCATION - WIRE SHOP RELOCATION J119760 BY DLR GROUP REVISION BY APPROVED DATE ECA 10.22.13 el__AFLIAEZAW* ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION 6 APPROVED DRAWN -DATE suamLE COVER SHEET CURRENT REVISION J1119760 RI G DATE 10.22.13 APPROVED RV DEPT. DATE ENGINEER tHECRED APPROVED APPROVED TITLE SHEET WIRE SHOP RELOCATION TO 2-81 n 19760 O VICINITY MAP, LEGAL DESCRIPTION JOB NO. COUP NO. AND CODE SUMMARY 9 DWG N°. ARCHITECTURAL MASTER PLANT WA 2 -81 -GO py 1 of L2 (�, I • �� 424 LEGEND/SYMBOLS MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES SECTION/DETAIL DESIGNATION BUILDING, WALL SECTIONS & AND IN INCH 0 AT INCL INCLUDED(D) (IN0) AB ANCHOR BOLT a KANT ACP ACOUSTICAL CEILING PANEL ACT ACOUSTICAL CE0NG TILE K KIP(S) ADJ ADJACENT KO KNOCK OUT AFF ABOVE FINISHED FLOOR PGG AGGREGATE L LENGTH ALUMINUMLB UG 8011 �1 LEN LENGTH ALUM ALUMINUM LF LINEAL FEET INCH ANCHOR, ANCHORAGE LYIR LOWERS APA AMERICAN PLYWOOD ASSOC. APPD APPROVED MATL MATERIAL APPRO% APPROXIMATE8X MAX MAXIMUM ASTM AMERICAN SOCIETY OF MB MACHINE BOLT TESTING MATERIALS MBR MEMBER BETWEEN MR METAL BLDG BUILDING MFR MANUFACTURE(R) BLDG BLKG BLOCKING MIN MINIMUM BO BOTTOM OF M15C MISCELLANEOUS BOT BOTTOM MO MT MASONRY OPENING MOUNT(ED) ONG) C CIWINEL MR METAL CB CATCH BASIN CC CENTER TO CENTER N NORTH (COORDINATE) CEM CEMENT NF NEAR FACE 1 CF CUBIC FEET NIC NOT W CONTRACT CFR CONTRACTOR FURNISHED CONTRACTOR INSTALLED NO. NUMBER CG CJ CORNER GUARD I CONTROL JOINT NOM NTS NOMINAL NOT TO SCALE CL CENTER UNE CLC CEILING OA OVERALL CLO CLEARANCE) 0/C ON CENTER COCl COLUMN OD OUTSIDE DIAMETER COMPRESS(ED) (ION) OF OUTSIDE FACE CONI CONCRETE OFCI OWNER FURNISHED CONTRACTOR INSTALLED CONN CONNECTION OPG OFURNISHED OWNER INSTALLED CONST CONSTRUCTION N NG OPP OPPOSITE.ENI44GOPPOSITE HAND CONT CONTINUOUS. CONTINUE CORM CONTRACTOR) PAR PARALLEL CT CERAMIC TILL ACC PRECAST CONCRETE COUNTERSUNK PCF POUNDS PER CUBIC FOOT CY CUBIC YARD(S) PERF PERFORATE(D) r, Du DIAMETER PEPou PERIMETER1 DBL DOUBLE PO PATTERN GLASS . DRAM. DEMOLISH. OEMOLTTION PL PLATE DEP DEPRESSED RAM PLASTIC LAMINATE DIA DIAMETER PL15Y0 PLYWOOD DRAG DIAGONAL P0L PANEL DIM DIMENSION PREST PRESTRESS(E0) DL DEAD LOAD PRF PREFORMED I DN DOWN P54 POUNDS PER SQUARE FOOT DS DOWNSPOUT PSI POUNDS PER SQUARE INCH DWG DRAWING PT POINT, PAINT PVC POLYVINYL CHLORIDE E EAST (COORDINATE) EA EACH R RADIUS (CURVATURE) EB EXPANSION BOLT R RISER EF EACH FACE RB RESILIENT BASE EJ EXPANSON JOINT REF REFERENCE, REFER TO EL ELEVATION REINF (D) (NG) EL1Y ELEVATION REO REINFORCE(D) (TNG) 00 EQUAL REV REVERSE REVISION(S). REVISED EW EACH WAY RH RIGHT HAND EX EXISTING RO ROUGH OPENING EXP EXPOSED EAT EXTERIOR S SOUTH (COORDINATE) SECT SECTIO FAS FASTEN(ER) SF SQUARE FEE FE FIRE EXTINGUISHER VT SHEET FEC FIRE EXTINGUISHER CABINET SIN SQUASIMILAR FF FINISHED CEILING SQ SQUARE FF FACTORY FINISH SS SOLID SURFACING FF FINISHED FLOOR SST STAINLESS STEEL FGR FINISH GRADE ST STRUCTURAL TEE FH FIRE HYDRANT STD STANDARD FN FlNISH(ED) $R STEEL 480 FOUNDATION SIR STRUCTURAL FO FACE OF CONCRETE SYN SYMMETRY,SYMNETRICAL FOF FACE OF FINISH SYS SYSTEM T88 TOP AND BOTTOM FOR FURNISHED 80 OWNER/ 7� TONGUE AND GROOVE INSTALLED BY CONTRACTOR TEMP TEMPORARY FO FINISHED OPENING 111K TICK(NESS) FRO FOR REFERENCE ONLY TO TOP OF CURB FT ROOT TO TOP OF ON04(11 FTG FOOTING TOL TOLERANCE FUTURE TOS IOP Of STEEL FIELD VERIFY SiTRUCNRAL TUBE GA GAGE TYP TYPICAL CRFG GLASS FIBER REINFORCED GYPSUM GALV GALVANIZED GL GENERAL CONTRACTOR UBC UNIFORM BUILDING ODE UNDERWRITERS' LIBEL 0NO UNLESS NOTED OTHERVASE GI GALVANIZED IRON UPR UPPER CR GRADE RECEIVED GT GROUT VB RCOAMRPITIE CITY OF GWB GYPSUM WALL BOARD VINYL KNIT VERTICAL HDNR HARDENER NF VERIFY IN FIELD HOOD MARDWOD W WEST (COORDINATE) NOV HOWR HARDWARE W WIDE FLANGE HG HIGH GRADE W WIDTH, WIDE HM HOLLOW METAL WD WATER CLOSET 1. OBTAIN & POST REQUIRED CONSTRUCTION PERMITS FROM THE CITY OF KENT PRIOR TO COMMENCING CONSTRUCTION. 2. VERIFY ALL EXISTING CONDIONS MID NOTIFY THE BOEING PROJECT CCNSTRUCTION MANAGER SHOULD CONDITIONS DIFFER FROM DESIGN DOCUMENTS, 3. THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CURRENT REVISION CLOUDS ON EACH SHEET. 6 THERE IS NO CLOUD ON A SHEET THE ENTIRE SHEET 5 IN THE SCOPE OF WORK. INFORMATION OR WORK (WHETHER CLOUDED OR NOT) REFERRED TO FROM WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK (I.E. - A SECTION OR DETAIL SYMBOL THAT LIES WITHIN A CLOUD ON A PUN VIEW SHEET IS INCLUDED IN THE SCOPE EVEN WHEN THE ACTUAL SECTION OR DETAIL DRAWN ON THE DETAIL SHEET I5 NOT CLOUDED.) 4. KEEP ALL AREAS UNDER CONSTRUCTION CLEAR OF DEBRO CAUSED BY THIS SCOPE OF WORK. STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREA DESIGNATED BY THE BOEING PROJECT CONSTRUCTION MANAGER. 5. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. BRING DISCREPANCIES ON THE DRAWINGS OR IN SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON DSCOVERY. THE CONTRACTOR SHALL ADVISE BOEING, SUMMARIZE THE SITUATION AND PROVIDE RECOMMENDATIONS TO RESOLVING POTENTIAL CONFLICTS PRIOR TO SUBMITTING ANY REQUESTS FOR INFORMATION (REM). 6. CONFORM ALL WORK TO APPLICABLE CODES. REGULATIONS MID INDUSTRY STANDARDS. 7. COMPLY MTH THE BOEING PROJECT CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. 8. PROVIDE, AS IF DRAWN IN FULL, REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS. 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND/OR CONCRETE WALLS. METAL STUDS, AND 70 THE CENTERLINE 04 COLUMNS, UNLESS OTHERWISE NOTED. 10. DOOR OPENINGS ARE 6' FROM ADJACENT WALLS OR CENTERED IN ROOM WALL, UNLESS DIMENSIONED OTHERWISE. 11. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO FLOOR ABOVE UNLESS SHOWN OR NOTED OTHERWISE. 12. PLANS WHICH APPEAR AS 'BACKGROUNDS' ON CML STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT SHALLG PERTAINING TO THE TELE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 13. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS IN OE ML FOR COORDINATION OF SPECIFIC TRADE REQUIREMENTS. COORDINATE Al ROUGH -IN REQUIREMENTS FOR EQUIPMENT FURNISHED BY CONTRACTOR OR BY OJECT. OTHERS FOR THIS PR 14. PROVIDE MANUFACTURERS INSTALLATION INSTRUCTIONS TO THE BOEING PROJECT CONSTRUCTION MANAGER WHENEVER SUCH INSTRUCTIONS ARE REFERENCED IN THE CONSTRUCTION NOTE5. 15. CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR STAGING AREAS WHERE CONTRACTOR MAY STORE SALVAGED MATERIALS TO 80 REUSED IN LATER PARTS OF THIS PROJECT AND WHERE MATERIALS TO BE STAGED 8Y BOEING ARE TO BE LOCATED. 16. SYMBOLS SHOWN ON MATERIALS UST ARE NOT ALWAYS USED IN DRAWINGS. VERIFY EXISTING MATERIAL ANO SEE CONSTRUCTION NOTES FOR MATERIAL CALLOUTS. 17, WHERE EXISTING WORK 15 DAMAGED, CUT OR DEFACED AS A RESULT OF DEMOLITION OR PERFORMANCE OF NEW WORK, THE CONTRACTOR 15 TO PATCH AND REPAIR THE EXISTING TO MATCH ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEIUNG LINES, TOP OF BASE, CHANGE IN MATERIAL OR SIMILAR. 18. ALL RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN REQUIRED FIRE RATING OF THE PARTITION. 19. ARCHI ECRIRAL REFLECTED CEILING PLANS INDICATE THE 5NAL LOCATIONS OF MECHANICAL D AN ELECTRICAL COMPONENTS. SEE THE REFLECTED CEILING PIANS FOR LOCATIONS OF ITEMS IN THE CEILING; SEE DISCIPLINE SHEETS FOR ALL INFORMATION ABOUT THE MECHANICAL AND ELECTRICAL COMPONENTS INDICATED ON ARCHITECTURAL REFLECTED CEIUNG PLANS. 20. PROVIDE CLOSURE. MEETING THE REQUIREMENTS OF GOVERNING FIRE AUIHORTIES, BETWEEN All FRE RATED FLOORS, SHAFTS AND BUILDING PARTMONS AND ALL PENETRATING DUCTS, PIPES, MIEM CONDUIT, MECHANICAL, ELECTRICAL MID OTHER ITS. 21, THE CONTRACTOR IS RESPONSIBLE FOR RENEW OF THE STRUCTURAL MECHANICAL PND ELECTRICAL DRAWINGS FOR CUEING AND PATCHING WORK WITHIN THE BUILDING, BEYOND THE LIMITS OF THE ARCHITECTURAL DRAWINGS. 22, AT METAL STUD PARTITIONS, STUDS ARE TO EXTEND FROM FLOOR TO FLOOR 0.0.0.. WHERE THEY CANNOT DO S0, DUE TO INTERFERENCE WITH NEW OR EXISTING DUCTS, PIPING, ETC.. PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTIMON; SUBMIT EQUIVALENT SUPPORT METHOD TO ARCHITECT FOR REVIEW. ALL FIVE RATED PARTMONS SEMI BE CONSTRUCTED TO MAINTAIN THEIR RATING FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE, U.N.O. 23. PROVIDE ACCESS DORS AS INDICATED OR AS NECESSARY AND VERIFY WITH MECHANICAL MID ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS REOUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES. DAMPER CONTROLS, ERE DAMPER LINKAGES, CONCEALED JUNCTION BOXES, AND ELECTRICAL DEVICES OR ACCESSORIES. LOCATIONS AND SIZES OF EXPOSED ACCESS DOORS SHALL BE SUBMITTED TO THE ARCHITECT FOR RENEW PRIOR TO INSTALLATION OF THE MECHANICAL AND ELECTRICAL EQUIPMENT. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY IN THE AREA OF WORK IN ACCORDANCE WITH ALL SAFETY GOES, REGUALTION$ AND BOEING REQUIREMENTS. 25. THE CONTRACTOR SHALL RETAIN A FIRE PROTECTION ENGINEER LICENSED IN THE SLATE OF WASHINGTON TO DETERMINE/DESIGN THE MODIFIED FIRE SPRINKLER Sl51EM LAYOUT WITHIN THE AREA OF WORK. SA® ENGINEER SHALL STAMP, SEAL AND CERTIFY THAT HIS/HER DESIGN IS IN COMPLIANCE W/AL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL COORDINATE ALL NECESSARY MODIFICATIONS ASA RESULT OF SAID ENGINEER'S DESIGN. ON, EQUIPMENT LAYOUT 26. THE CONTRACTOR SHALL INSURE THAT THE ELEVATOR CAR, EQUIPMENT TI00NPLIANCE. FULLY COORDINATE WITH ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. AND HYDRAULIC/ELECTRICAL ROUTING FULLY MEETS STATE OF WASHINGTON CODES AND 27. Al LOCATIONS WHERE STRUCTURE, PIPING, DUCTWORK. CARLETRAY, OR CONDUIT PENETRATES AND ARE EXPOSED TO VIEW, CONTRACTOR SHALL COPE AS CLOSELY AS POSSIBLE TO THE _MEMBER NG AROUND EMBER AND PANT OR PROVIDE TU KWI LA�CHEONSI MATCHINNSTALL G WALL COLOR ANTINUOUS T PENETRATIONS. 28. lF0OR CONSISTENCY Al CONSTRUCTION NOTES ("0140 NOTES") FOR EACH GROUP: PUN AND RCp'S, ARE SHOWN IN THEIR ENTIRETY. ALL CONSTRUCTION NOTES MAY NOT BE REFERENCED ON 1 2 2013 SHEET 29. FRAME TYPES ARE TYPICALLY DRAWN LOOKING FROM THE OUTSIDE OR KORRIDOR SIDE 0NO. Il -n -u -u- 1=wawaM-M• EARTH, DIRT, COMPACTED FEEMEES STONE. GRAVEL POROUS FLL iX X AND DETAIL REFERENCES SHEET NUMBER WHERE DETAILED SHEET NUMBFA REFERENCED FROM INTERIOR ELEVATION REFERENCE '! - /� -�' 1 BRICK, COMMON -r�r: nn{ %%r r CERAMIC TILE I• -I CONCRETE X P SHEET NUMBER WHERE DETAILED SHEET NUMBER REFERENCED FROM REFERENCE TO DETAIL/ENLARGED PLAN ITUAIIdOAlAUU4�RN INSULATION: BATT, LOOSE FILL BLANKET •�y �:•�•�•••�•��dti EARTH, DIRT, UNDISTURBED INSULATION: RIGID iX X d 1 j X ETAL DESIGNATION: [' //,// ! 1) ALUMINUM F' BRASS, BRONZE, COPPER XXXX SHEET NUMBER WHERE OE18LED (IF SAME AS SHEET REFERENCED FROM) Atli SECTION/DETAR DESIGNATION l'0%///i-,/ A METAL STEEL. IRON I' - I PLASTER: SAND, CEMENT, GROUT XXXXX XXXXX SHEET NUMBER WHERE DETAILED SHEET NUMBER REFERENCED FROM N NORTH ARROW ELEVATION DATUM PLASTER: GYPSUM WALL BOARD 1---2---/1---2---/WOOD: FINISHCOMP -I W000: ROUGH CONTINUOUS WOOD: INTERRUPTED BLOgNG OR SPOT ELEVATION X -X CEILING HEIGHT A.F.F.CTSK l XXXXXX ROM NAME it • #-4 PLYWOOD SMALL SCALE XXXX IROOM NUMBER CM DOR NUMBER ( ` GRID/GRID BUBBLE AND CENTERLINE ITEMS TO BE REMOVED CONSTRUCTION FLAG- NOTE FOR SPECIFIC CONSTRUCTION DIRECTIVE GENERAL BOAT' NOTE FOR SPECIFIC OR EXISTING HISTORICAL INFORMATION. X WINDOW FRAME TYPE O 4- PARTRION/WALL TYPE fl END WALL GUARD ''IIIII ---� I' CORNER GUARD I ' PLYWOOD: LARGE SCALE _ / 2' " •' i WALL TYPE: CONCRETE MASONRY (CMU) i WALL TYPE STEEL STUD ��� WALL TYPE: 44000 STUD WALL TYPE, EXISTING WALL TYPE, REMOVAL L I- WAIL TYPE. PARTITION (7'-0' HIGH) WALL TYPE GLASS _ JW REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 6,' gyp) City of Tukwila `i r BUILDING DIVISION - .. - I CPT -1) FINISH DESIGNATION 1110 VCT REVISION CLOD WITH REVISION LETTER BEAK O CPT BOOR MAYL TRANSTON w4N ��R Q FEO FIRE EXTINGUISHER }j FEC FIRE EXTINGUISHER & CABINET Fi'd = ®O SUPPLY AR DIFFUSER RETURN AIR GRILLE I FLOURESCENT LIGHT FIXTURE (PENDANT MOUNTED)UL D I FLOURESCENT LIGHT FIXTURE (PENDANT MOUNTED) C FLOURESCENT LIGHT FIXTURE ON EMERGENCY NIGHT LIGHT (NL) 084007 O RECESSED OR PENDANT LIGHTING FIXTURE P RECESSED OR PENDANT LIGHTING FlX1URE • FLOURESCENT UGH1 FIXTURE ON EMERGENCY NIGH LIGHT (NL) CIRCUIT C� WALL SCONCE 1 6 WALL SCONCE 2 ® EXIT SIGN (CEILING UNIT) leEXIT SIGN (WALL MOUND ONTAL HO HIHORZ GHSTRENGTHW/ WITH HT HEIGHT N/0 WWF WITHOUT WELDED WIRE FABRIC PERMIT INC INTERNATIONAL BLDG. CODE1.11 ID INSIDE DIAMETERNOTE: REFER TO THE COLOR AND DLR MATERNAL SCHEDULE FOR ADDITIONAL ID INSIDE DIMENSION FINISH AND ,,,...,,,,..• N„A„:...��, CENTER Group PN.,,J:.e IJ....-, 90% SUBMITTAL ISSUED FOR PERMIT IF INSIDE FACE DESIGNATIODESIGNATIONS/ABBREVIATIONSTIONS/ABBRATIONS 5YM REVISION Br APPROv00 TATE 5194 REv5g4 Br APRTDJED DATE g;i....BO�,�” ® ACCEPTABILITY TMS DESIGN NANDPRO SPECIFICATION IS APPROVED DLLRR CROUP 04.04.08 weYnLE KEY SHEET CURRENT REVISION SYMBOL J1119760I ORIG WlE 10.22.13 Etas REGISTERED ARCHITECT Tr ' Ma Tc OF ASH1NG70N ORq CDC RELOCATION - WIRE SHOP RELOCATION 3119760 DLR CROUP ECA 10.22.13 CHECKED D. REND 04.04.08 SHEET �1 V MCNIEH E WIRE SHOP RELOCATION TO 2 81 2-81 BUILDING ARCHITECTURAL MASTER PLANT2, WAD MPRWED BY DEPT. DATE 'CHECKED JOB N0. 19760 COMP N0. APPROVED NO, 2-81-G1 Pane 2 of 12 APPROVED I\DI-- X OF DRAWL \ GS ISSUE LEGEND INCLUDED INCLUDED INCLUDEDI IN SET 1 DRAWING NO. SHEET NO. DRAWING SUBTITLE REV DATE IN, SET DRAWING NO. SHEET NO. DRAWING SUBTITLE REV DATE IN SET DRAWING NO. SHEET NO. DRAWING SUBTITLE REV DATE NOT YET ISSUED PREVIOUSLY ISSUED FOR CONSTRUCTION GENERAL ARCHITECTURAL o PREVIOUSLY ISSUED, BUT NOT IN THIS ISSUE • 02 -81 -GO GO VICINITY MAP, LEGAL DESCRIPTION AND CODE SUMMARY ORIG 10-22-13 • 02-81-A3 A3 COMPOSITE FIRST FLOOR PLAN A 10-22-13 • 02-81-M1M456 M1M456 MEZZANINE DUCTWORK A 10-22-13 • INCLUDED IN THIS ISSUE • 02-81-G1 G1 KEY SHEET ORIG 10-22-13 • 02-81-02 G2 INDEX ORIG 10-22-13 • 02-81-1Al2 1Al2 FLOOR PLAN D 10-22-13 • 02-81-M506 M506 HVAC DETAILS A 10-22-13 • 02-81-1A13 1A13 FLOOR PLAN D 10-22-13 • 02-81-M513 M513 PLUMBING DETAILS A 10-22-13 — PREL PRELIMINARY ISSUE • 02-81-M1Al2 M1Al2 MEZZANINE LAYOUT PLAN 10-22-13 FOR REVIEW OR A • 02-81-UGM455 UGM455 ENLARGED PLUMBING PLAN B 10-22-13 INFORMATION ONLY ARCHITECTURAL REMOVALNOT FOR CONSTRUCTION • 02-81-1A282 1A282 REFLECTED CEILING PLAN A 10-22-13 • 02-81-1Al2R 1Al2R FLOOR PLAN D 10-22-13 • 02-81-1A13R 1A13R FLOOR PLAN D 10-22-13 • 02-81-1L12 1L12 LAYOUT PLAN ORIG FOR REFERENCE ONLY ORIG ORIGINAL ISSUE • 02-81-1L13 1L13 LAYOUT PLAN I ORIG 10-22-13 10-22-13 02 -81 -MO MO LEGEND - 11-12-99 FOR PERMIT, BID, • 02-81-M1Al2R M1Al2R MEZZANINE LAYOUT PLAN A 10-22-13 PROCUREMENT OR CONSTRUCTION • 02-81-A60 A60 EXTERIOR ELEVATIONS A 10-22-13 • 02-81-1A282R 1A282R REFLECTED CEILING PLAN A 10-22-13 • 02-81-A351 A351 DOOR SCHEDULE ORIG A DRAWING REVISION - • 02-81-1L12R 1L12R LAYOUT PLAN ORIG 10-22-13 10-22-13 ELECTRICAL SEE SPECIFIC DRAWING • 02-81-1L13R 1L13R LAYOUT PLAN ORIG 10-22-13 • 02-81-A453 A453 STAIR NO 2 PLAN FOR NATURE OF AND SECTION A 10-22-13 • 02 -81 -EO E0 ELECTRICAL LEGEND A 10-22-13 REVISION • 02-81-A458 A458 FINISH PLAN ()RIG 10-22-13 • 093-818-2L1OR 2L1OR LAYOUT PLAN ORIG 10-22-13 • 02-81-A459 A459 FINISH PLAN A 10-22-13 • 02-81-1E2 1E2 480Y/277 VOLT POWER A 10-22-13 • 093-818-2L11R 2L11R LAYOUT PLAN" ORIG 10-22-13 • 02-81-1E3 1E3 208Y/120 VOLT POWER A 10-22-13 FOR REFERENCE ONLY 02-81-A350 A350 WALL TYPES - 11-12-99 • 2-YD-V50E4 E4 ONE -LINE DIAGRAM - VAULT 50 B 10-22-13 02-81-A501 A501 DETAILS - 11-12-99 • 02-81-1E12 1E12 LIGHTING C 10-22-13 02-81-A504 A504 DETAILS - 11-12-99 STRUCTURAL REMOVAL 02-81-A507 A507 DETAILS - 11-12-99 • 02-81-1E62 1E62 208Y/120 VOLT POWER C 10-22-13 • 02-81-RFE110 RFE110 ROOF 480/277 VOLT POWER B 10-22-13 • 02-81-1E112 1E112 480Y/277 VOLT POWER A 10-22-13 • 02-81-1E161 1E161 400 HZ 200Y/115 VOLT POWER A 10-22-13 STRUCTURAL • 02-81-1E162 1E162 400 HZ 200Y/115 VOLT POWER ORIG 10-22-13 MECHANICAL REMOVAL • 02-81-S1A S1A GENERAL STRUCTURAL NOTES ORIG 10-22-13 • 02-81-1E212 1E212 CMCS PLAN D 10-22-13 • 02-81-1M12R 1M12R DUCTWORK REMOVAL C 10-22-13 • 02-81-1S62 1S62 PARTIAL FIRST FLOOR SLAB PLAN A 10-22-13 • 02-81-1E262 1E262 SMOKE DECTECTOR / ADT A 10-22-13 • 02-81-1M11OR 1M11OR PLUMBING REMOVAL A 10-22-13 • 02-81-S412 S412 STRUCTURAL DETAILS ORIG 10-22-13 • 02-81-1E362 1E362 TELECOMMUNICATION B 10-22-13 • 02-81-1M112R 1M112R PLUMBING REMOVAL C 10-22-13 • 02-81-E500 E500 LIGHTING FIXTURE SCHEDULE B 10-22-13 • 02-81-1M262R 1M262R FIRE PROTECTION REMOVAL B 10-22-13 • 02-81-E501 E501 ELECTRICAL PARTIAL PLANS A 10-22-13 ----- • • 02-81-M311R M311R HVAC FLOW DIAGRAM REMOVAL A 10-22-13 REVIE1/VED FOR • 02-81-M331R M331R CMCS MISCELLANEOUS SYSTEM CONTROLS A 10-22-13 REFERENCE ONLY 02-81-E510FOR E510 COMMUNICATION DETAILS 11-12-99 CODE COMPLIANCE • 02-81-M454R M454R CAFETERIA & KITCHEN PLUMBING REMOVAL C 10-22-13 02-81-E511 E511 FIRE ALARM RISER DIAGRAM - 11-12-99 APPROVED MECHANICAL 02-81-E512 E512 FIRE ALARM DETAILS - 11-12-99 • 02-81-M1M456R M1M456R MEZZANINE DUCTWORK REMOVAL A 10-22-13 02-81-E513 E513 CONTROL SCHEMATICS - 11-12-99 • 02 -81 -MIA MIA EQUIPMENT SCHEDULE B 10-22-13 02-81-SK33G101713 SK33G 400 HZ PERMISSIVE & STINGER RECEPT - 11-12-99 NOV 2 0 2013 • 02-81-M515R M515R FIRE PROTECTION DETAILS A 10-22-13 • 02 -81 -MIB M1B EQUIPMENT SCHEDULE A 10-22-13 02-81-2E115 2E115 480Y/277 VOLT POWER - 11-12-99 • 02-81-M1C M1C EQUIPMENT SCHEDULE A 10-22-13 • 02-81-UGM455R UGM455R PARTIAL PLUMBING PLAN REMOVAL B 10-22-13 • 02-81-M2 M2 GENERAL NOTES A 10-22-13 • 02-81-1M12 1M12 DUCTWORK C 10-22-13 City of Tukwila • 02-81-1M62 1M62 HVAC PIPING A 10-22-13 DIVISION BUILDING ELECTRICAL REMOVAL • 02-81-1M110 1M110 PLUMBING A 10-22-13 • 02-81-1E2R 1E2R 408/277 VOLT POWER A 10-22-13 • 02-81-IM111 1M111 PLUMBING B 10-22-13 • 02-81-1E3R 1E3R 208/120 VOLT POWER A 10-22-13 • 02-81-1M112 1M112 PLUMBING C 10-22-13 • 02-81-1E12R 1E12R LIGHTING C 10-22-13 • 02-81-1E62R 1E62R 208Y/120 VOLT POWER C 10-22-13 • 02-81-1M262 1M262 FIRE PROTECTION 8 10-22-13 • 02-81-1E112R 1E112R 480Y/277 VOLT POWER A 10-22-13 • 02-81-1M263 1M263 FIRE PROTECTION B 10-22-13 • 02-81-1E212R 1E212R CMCS PLAN D 10-22-13 • 02-81-1E262R 1E262R SMOKE DECTECTOR / ADT A 10-22-13 • 02-81-RFM3 RFM3 DUCTWORK AND HVAC PIPING B 10-22-13 • 02-81-1E362R 1E362R TELECOMMUNICATIONS B 10-22-13 • 02-81-M310 M310 HVAC CONTROL SEOUENCES B 10-22-13 • 02-81-M311 M311 HVAC FLOW DIAGRAM A 10-22-13 • 02-81-M319 M319 CHILLED WATER PIPING DIAGRAM A 10-22-13 RECEIVED • 02-81-M321 M321 FIRST FLOOR HEATING WATER PIPING DIAGRAM A 10-22-13 CITY OF TUKWILA • 02-81-M327 M327 AHU-6 P & ID A 10-22-13 DLR Group • 02-81-M330 M330 TERMINAL EQUIP P & ID A 10-22-13 NOV 1 2 2013 • 02-81-M454 M454 ENLARGED PLUMBING PLAN C 10-22-13 90% SUBMITTAL PERMIT CENTER ISSUED FOR PERMIT ,T. STM REVISION BY APPROVED DQE SYN REVISION BY APPROVED DREACCEPTABILITY DATE SUBnRE CURRENT R SYMBOL DATE ORIG CDC RELOCATION - MIRE SHOP RELOCATION 419760 DLR CROUP ECA 10.22.13 5!U REGISTERED ARCHITECT THIS DESIGN AND/OR E. ANGULO 'CREeRE5 09.05.73 INDEX J 1EVISION # 976D O I G 10.22.13 ifi SPECIFICATION 6 APPROVED E. ANGULO INIAL N 09.05.13 SHEET �0E,��® APPROVED BI DEPT. DATE muWIRE SHOP RELOCATION TO 2 B1 n el CHECKED V� o DE ASHINGTCNAPPROVED BUILDING 2-81 JOB N0. 19760 COMP N0. APPROVED- ARCHITECTURAL MASTER PLANT2, WA ° N0 2-81-G2 pRflp 3 of 12 -k 3/4" 3/4" f3/4" 3/4" N2 A 3/4" MECH. BUILDUP STAGING AREA - 510 1 1/2"v 1 1181 1 p_7 EEW- 1 DF -1 A HYDRAULIC UNIT SEE DETAIL l 1M110 M513 3/4" BOP 14'-0" 3/4" A j.l ,i1 1 (11A':71 CW 1 (11B1? ti -.3. 2"SAN, DN OD,T HW A 6" RWL (TYP OF 4) VENT UP 13/41/4TO ROOF 3/4"CW F 1/2" 3/4 U1 A 1/2" c 3/4 E_ECTRICAL SHOP - S9 11193 1 OW A 11,93 A 3/4 3/4"CW 3/4" L1 Lc' 1L i a A 3/4"I 2E1 I CON:IDCR M110 01513 0 1/2"1 MODEL TEST I FACILITY - S5 H 303 6 1/2 •1403 `1303) CORRIDOR MATCHLINE SEE SHEET 2-81-1M112 PLUMBING O SCALE, 1/8"=1'-0" A CW REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION LEGEND GENERAL NOTES 1 > POINT OF USE WATER HEATER MOUNT ON METAL SHELF LOCATED 6'-6" MINIMUM ABOVE FLOOR. LOCATION AS APPROVED BY BOEING REP. PROVIDE SEISMIC RESTRAINT STRAP ANCHORED TO WALL PROVIDE SHELF SUPPORT BRACKETS CONSTRUCTED FOR 100 POUND STATIC LOAD. PROVIDE SHUT OFF VALVE IN CW LINE TO HEATER. 2. FOR TYPICAL INSTALLATION OF AIR OUTLETS AND BACK- FLOW PREVENTOR SEE TYPICAL PLUMBING DETAIL SHEET M513. (—� INSTALL WATER FILTER FOR DRINKING FOUNTAIN DF -1. REFERENCE DRAWINGS CONSTRUCTION NOTES E>. REMOVE EXISTING 1/2" CA AND CAP. RECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER REMOVAL 90% SUBMITTAL ISSUED FOR PERMIT 2-81 BUILDING KEY PLAN sum ;as O I ,I ;\\\\1'Ill1 � Wood Harbinger 3009 uelh AYe NE. S0Ite Loo Bellevue WA 9800{ 4 5.628.6000 WOOAIMTDRger.OXD SYM REVISION APPROVED DATE SYM er APPROVED DATE RECORD DRAWING 4972197-00 A CDC RELOCATION - WIRE SHOP RELOCATION J#19760 HGI/SHS WH 11.12.99 MBL 10.22.13 el_AMIE,AW* A ACCEPTABILITY THE DESIGN AND/OR SPECIFICATION E APPROVED APPROVED BY DEPT. DATE -DRAWN M. HOLT S. IKON ARINLA G. FRANEK DATE 12.15.97 3.30.98 SUBTITLE PLUMBING CURRENT REVISION J419760 SYMBOL A DATE 10.22.13 12.15.97 CHECKED G. SPRAGUE 6.3.98 APPROVED L. COSTELLO 6.3.98 APPROVED R. MCNIESH 6.3.98 TITLE WIRE SHOP RELOCATION TO 2-81 BUILDING 2-81 MECHANICAL MASTER COL. A -F/1-3 PLANT 2 SIEET 1 M 11 OR JOB N0. 972197-00 COMP N0. OWC N0. 2-81-1M19age 4 of 12 W3 11 1/2" D TO TP (B) SHIPPING AID RECIEVIN: I ii^4 1/2" FD -3 211 HLINE SEE SHEET 2-81-1M110 1RANSDLICE RECORD CAL.- :T I 2"V DN 1M112 M454\ FIELD TEST BUILDUP - N19 1354 DRY STORAGE 11185 I 0 0 0 RESTROOM 1 1-1^3S� (% CORRIDOR 1 1103 INSTRUMENTATION STORAGE ROOM - 65,58 1103 I C1 4" WASTE UP 4"FCO 2"SAN; UP yw 1 1/4" 2 1/2" 2 1/2" 1/2"�� AIRS J 1363 1 13 Lia ELECTRICAL II ( 14E3 I 1/2" 3" P -TRAP BELOW & UP TO J -SINK LEVATOR MACH. ROOM L11E4 _ 3%4J 11E F KITCHEN 1365 I PREP KITCHEN I 1.06 I® I ' rw 1 11D5) T LAP TOP SERVICES 13E7 I DISH WASH ( 1 100 ; TERING 1 1106 1 ® i1D1 11D61 6"RWL (TYP OF 4) >- HDTELING 1207 VENDING G4 112E5 I i PLUMBING - REMOVAL SCALE: 1 /8"=1'-0" 11E6 //--I/2"A 103BY/CORRILOR Ei ( S4 , 2 1/2"CW 1 1/2"HW 1/2"HWC REVIEWED FOR 4 CODE COMPLIANCE APPROVED NOV 2 0 2013 C) (7) City of Tukwila BUILDING DIVISION LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES REMOVE EXISTING COMPRESSED AIR PIPING AND CAP AT MAIN. [jr- EXISTING CA DROP TO ROOM TO REAMIN. CAP AT CEILING LEVEL. RECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER REMOVAL (Th h 90% SUBMITTAL ISSUED FOR PERMIT 2-81 BUILDING KEY PLAN WALL MS O 11/ I�'1\ Wood In \III Harbinger 3oo9 mth AVe NE. Suite too BNleue WA9BDo4 QS.626.6000 e odharbingeL0111 m A B C RECORD DRAWING 4972197-00 SHOP AIR UNE 19.0.5944214 LAPTOP HOTELING ID.13884-50 CDC RELOCATION - WIRE SHOP RELOCATION J119760 BY HGI/SHS WDB WDB WH APPROVED DATE SIU REVISOR BY APPROVED DATE 691 11 12 99 11.27.07 1 12 12 10 22 13 gi_41117E,A14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION $ APPROVED DRAWN 6 HOLT DEEMED S. FRANKUN DATE 12.8.97 3.30.98 weTRLE PLUMBING - REMOVAL CURRENT REVISION J#19760 S IABDL C DATE 10.22.13 APPROVED BY DEPT DATE FIGWLtN C FRANEK CHECKED G. SPRAGUE 12.8.97 6.3.98 LL OOVVTELLO APPROVED R. MCNIESH 6.3.98 6.3.98 TITLE MECHANICAL MASTER WIRE SHOP RELOCATION TO 2-81 BUILDING 2-81 COL. A -F/3-8 PLANT 2 SHEET 1 M 112R JOB N0. 972197-00 COUP N0. Drs N0. 2-81-1M1112age 5 of 12 1/2" HW DN ti `1/2' CW D2 2V �. 2 FS._'_ I�yJ'/%������pr',.�./���1�/'_, � � „dr I 1 1 2 %J �Q Ari / IJ 0-1- - ., •r�y..�.9=�� v m+wry !1 cm cm yr N MASTER SHUT-OFF VALVES 0 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION KITCHEN SCALE. 1/4" = 1.-0" M454 1M112 O RECEIV b am CITY O/F Tl! WIL NOV 1 2013 I "ER -M1- -CENTER REMOVAL 90% SUBMITTAL ISSUED FOR PERMIT LEGEND -R_ REFRIGERANT LINE BY KITCHEN EQUIPMENT CONTRACTOR 1/2" CW +72®1 L KITCHEN EQUIPMENT TO BE SERVED (SEE 2-81-A360 FOR SCHEDULE ROUGH -IN ELEV. (ABOVE FLOOR) PIPE SIZE AND COMMODITY GENERAL NOTES 1. FOR CONTINUATION OF PIPING, SEE SHT 1M112. 2 > PROVIDE HOT AND COLD WATER FREEZEPROOF HOSE BIB. 3 > HOSE REEL. [ > ROUTE WATER LINES THROUGH CABINET TO MIXING VALVES AND FILLER FAUCET. SPLIT LINES FOR (2) CONNECTIONS EACH DECK AND CONNECT QUICK DISCONNECTS. 17 ROUTE REFRIGERANT LINES IN CEILING AND WALLS. EXPOSED LINES ARE NOTE ACCEPTABLE. 1-> ROUTE CONDENSATE LINE ALONG BACKWALL TO JANITOR SINK AT SLOPE 1/8" PER 1 FOOT. 18 > WATER HAMMER ARRESTER WAH-A. 1 9 > WATER HAMMER ARRESTER WAH-B. REFERENCE DRAWINGS 1. SEE DWG. 2-81-A460 FOR EQUIPMENT ITEM NUMBERS. 2. SEE DWG. 2-81-A360 AND A361 FOR EQUIPMENT SCHEDULE. CONSTRUCTION NOTES EXCEPT AS NOTED, REMOVE ALL VENT, CW, HW, HWC AND PURGE REFRIGERANT PIPING PRIOR TO REMOVAL IN THIS AREA. REMOVE EXISTING FLOOR DRAINS IN THIS AREA AND CAP PIPING BELOW FLOOR. REMOVE PIPING FOR KITCHEN EQUIPMENT INCLUDING DISHWASHER, FLOOR SINKS, COOLER/FREEZER, 3 COMPARTMENT SINK, 2 COMPARTMENT SINK. 3/4" CW PIPE WHICH FEEDS THE WALL HYDRANT WH -1 AT GRID 8,6 SHALL REMAIN. CAP ALL BRANCH CONNECTIONS OFF THIS PIPE. REMOVE EXISTING FLOOR DRAIN TO AN EXTENT NECESSARY TO INSTALL A CAP. CAP PIPING BELOW FLOOR LEVEL. CAP TRAP PRIMER PIPING BELOW FLOOR LEVEL REMOVE EXISTING DRAIN, VENT, HW, CW PIPING. CAP DRAINS BELOW FLOOR LEVEL. CW, HW, AND HWC PIPING SHALL REMAIN. VENT, SS, AND TRAP PRIMER PIPING SHALL REMAIN. CAP PIPING TO REMAIN AT WALL (TYP). 11/ ,11111 Wood Harbinger Nog lute hie NE, Soft Loo Bellevue WA 98004 WmEtNTDiDgeccom SYM A B C RECORD DRAWING INSTALL ICE MAKER LAPTOP HOTELING CDC RELOCATION — WIRE SHOP RELOCATION Jj972197-00 J1585793-00 ID#13884-50 419760 BY HGI/SHS WDB WDB WH APPROVED DATE SYN REVIDON BY APPRENED 11.12.99 02.28.08 1.12.12 MBL 10.22.13 ACCEPTABILITY THIS 0ESIGN AND/OR SPECIFICATION 5 APPROVED APPROVED BY DEPT. DATE DRAWN EO S. FRANKUN -LATE 1.10.98 3.30 98 SIIBfIT1E CAFETERIA & KITCHEN PLUMBING - REMOVAL CURRENT REVISION J#19760 SYMBOL C DATE 10.22.13 IMCIRLLN G. FRANEK 1.10.98 CHECKED G, SPRAGUE 6.3.98 L COSTELLOL APPROVED R. MCNIESH 6.3.98 6.3.98 TITLE MECHANICAL MASTER WIRE SHOP RELOCATION TO 2-81 BUILDING 2-81 COL. E -C/6-7 PLANT 2 SHEET M454R JOS NO. 972197-00 COUP N0. MG NO. 2-81-Ma5FT3ge 6 of 12 /j - 4"SAN 2"V CONT'D ON DWG UGM112 I2> 2 -SAN 0 0 0 2'-5" 0 0 N 14'-7" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION 1' KITCHEN - UNDERGROUND SCALE: 1/4" = 1'-0" UGM112 455 REMOVAL 1 90% SUBMITTAL ISSUED FOR PERMIT LEGEND REFRIGERANT LINE BY KITCHEN -R-EQUIPMENT CONTRACTOR 1 2' CW +72' ROUGH -IN ELEV. (ABOVE FLOOR) PIPE SIZE AND COMMODITY FD FLOOR DRAIN IS FLOOR SINK GENERAL NOTES 1. FOR CONTINUATION OF PIPING, SEE SHEET UGM112. 2 > CATCH BASIN AT DOCK AREA AT GREASE CONTAINER. SEE NOTE 2, DWG C305. I] PROVIDE 2" PVC SLEEVE FOR ENTIRE LENGTH OF 1/2" UNDERGROUND TUBING. REFERENCE DRAWINGS 1. SEE ARCHITECT DWG 2-81-A460 FOR EQUIPMENT ITEM NUMBERS. 2. SEE ARCHITECT DWG. 2-81-A360 AND A361 FOR EQUIPMENT SCHEDULE. CONSTRUCTION NOTES REMOVE EXISTING FLOOR DRAIN AND CAP PIPING BELOW FLOOR. CUT AND CAP PIPING BELOW THE FLOOR AT BOTH ENDS AT THIS LOCATION. REMOVE CLEANOUT AND ASSOCIATED SANITARY PIPING BACK TO UNDERSLAB AND CAP AT THE EXTENT OF REMOVAL S INPICATEI. 0 ECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER 11111 11 Wood Harbinger 3Oo9 uhh Ave 15. Suite Poo Mew WA 98004 &6coo wmaaRNRgecmm SRU REVISION APPRCNED 00E STM Br OCT A RECORD DRAWING Jj972197-00 LAPTOP HOTEUNG ID/13884-50 CDC RELOCATION - WIRE SHOP RELOCATION Ji 19760 HCI/SHS WDB WH 11.12.99 1.12.12 MBL 10.22.13 glAIZIEZAW• ACCEPTABILITY THIS DESIGN AND/0R SPECIFICATION IS APPROVED APPROVED By DEPT. DATE DRAWN 9. HOLT S.FRANKLIN RANKLIN DATE 12.15.97 3.30.98 SUBTITLE PARTIAL PLUMBING PLAN - REMOVAL CURRENT REVISION J#19760 slum. B OATE 10.22.13 NI.INLLN G. FRANEK CHECKED G. SPRAGUE L. ROVED COSTELLO -APPROVED R. MCNIESH 12.15.98 6.3.98 6.3.98 6.3.98 MECHANICAL MASTER WIRE SHOP RELOCATION TO 2-81 BUILDING 2-81 COL. E -C/6-7 UGM455R JOB N0. 972197-00 COMP N0. owc PLANT 2 2-81-UGM4Bage 7 of 12 HYDRAULIC UNIT SEE DETAIL 3/4" 1M110 M513 3/4" 3/4" 1162? MECH. BUILDUP STAGING AREA - S10 1 1/2"V P-7 DF -1 2"FD-2 2E1 I) `11 1 P 19'-0 COF*IDO,R 1.. E1 I jl (2) VENT UP TO ROOF M110 M51 ELECTRICAL SHOP - S9 MODEL TEST FACILITY - So 1 1/4" 3/4" 3 LEGEND GENERAL NOTES 1 > POINT OF USE WATER HEATER MOUNT ON METAL SHELF LOCATED 6'-6" MINIMUM ABOVE FLOOR. LOCATION AS APPROVED BY BOEING REP. PROVIDE SEISMIC RESTRAINT STRAP ANCHORED TO WALL PROVIDE SHELF SUPPORT BRACKETS CONSTRUCTED FOR 100 POUND STATIC LOAD. PROVIDE SHUT OFF VALVE IN CW LINE TO HEATER. REVIEwEu r=OR2 CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION 13> 1 PLUMBING SCALE: 1/8"=1'-0" O 1/2" 2 1/2" 1 1/4" 1 1/4" 2 1/2" FOR TYPICAL INSTALLATION OF AIR OUTLETS AND BACK- FLOW PREVENTOR SEE TYPICAL PLUMBING DETAIL SHEET M513. INSTALL WATER FILTER FOR DRINKING FOUNTAIN DF -1. REFERENCE DRAWINGS CONSTRUCTION NOTES i> PROVIDE NEW COMPRESSED AIR PIPING, TYP. 90% SUBMITTAL ISSUED FOR PERMIT 2-81 BUILDING K I rEnirda CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER Wood Harbinger ]ncq uEh Are NE Suite Lon Berme WA 98004 45be8.6000 woomMr6Nnteccom SYM RECORD DRAWING 4972197-00 A CDC RELOCATION - WIRE SHOP RELOCATION J119760 BI HGI/SHS WH APPRD DATE SYM Ett APPROVED DATE 11.12.99 MBL 10.22.13 I BOE/A/G® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE -DRAWN M. HOLT DATE 12 15.97 3.30.98 S. FRANKLIN SUBTITLE PLUMBING CURRENT REVISION Jfl19760 SYMBOL A DATE 10.22.13 LH 0. FRA G. RANEK 12 15.97 CHECKED G. SPRAGUE 6 3.98 APPROVED L. COSTELLO 6 3.98 APPROVED R. MCNIESH 6.3.98 TOLE WIRE SHOP RELOCATION TO 2-81 BUILDING 2-81 MECHANICAL MASTER COL. A -F/1-3 PLANT 2 STEET 1 M 110 JOB N0. 972197-00 COMP N0. NM NO. 2-81-1M1 Rage 8 of 12 CORRIDDR 113E11I AV AT HIGH POINT 0 24"X24"X24" - SUMP ■ II n T 2"FD INSTRUMENTATION VAN STAGING AREA - N20.S1 1 A 11F3 I A N6 2 F 1 1/2" COPPER NO HUB, NO HUB BANDS 6'FCO 0 2"FD Cil 11 i► V I i". L. i . � I1 COD C ...4 MPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION PLUMBING N7 ) 2"FD (K� 2"FD WOMEN'S 112J2 I TU -0 CORRIDOR 112K1 6"SAN i TNT-N Ni 1I1 ° jis1A �i qQ. 6"FGD Q.5J2> 2'V A MEN'S 3 SCALE: 1/8"=1'-0" 1 1/2" 1 1/4" 3" 3/4" 1" 1 1/2' A(3001/) �3 Bch 2 1/2" 1 1/4" (3l LEGEND POINT OF CONNECTION GENERAL NOTES I 1 > FOR RISER DIAGRAM SEE 2-81-11511. REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW COMPRESSED AIR PIPING, TYP PROVIDE NEW 2"A CONNECTION TO EXISTING 2" A PIPE RECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER 90% SUBMITTAL ISSUED FOR PERMIT 2-81 BUILDING KEY PLAN rwr .rs 0 Wood Harbinger ewe urt6 Are NE Sate Lao BeBawm WA AWN 425.628.6000 WmmNTrMngw.aom REASON RECORD DRAWING CX RELOCATION — PALLET RACK MOVE CDC RELOCATION — WIRE SHOP RELOCATION J/972197-00 419760 419760 BI HCI/SHS WH WH MPROrID DATE $YM REV SIGN BI APPROVED DATE 11.12.99 118E 881 09.12.13 10.22.13 cel_1747EAVG1 DRAWN M. HOLT SHEERED S. FRANKLIN ACCEPTABILITY 195 DESIGN AND/0R SPECIFICATION 0 APPROVEDEEN APPROVED BY DEPT. DATE G. FRANEK BATE 12.15.97 3.30.98 SUBTITLE PLUMBING CURRENT REVISION J#19760 SYMBOL B DATE 10.22.13 CHECKED G. SPRAGUE 12.15.97 6.3.98 APPROVED L. COSIELLO 6.3.98 RMN PROVED 6.3.98 TILE WIRE SHOP RELOCATION TO 2-81 MECHANICAL MASTER BUILDING 2-81 COL. F -L/1-3 PLANT 2 SHEET 1 M111 JOB NO. . 972197-00 COUP N0. DWG N0. 2-81-1M1P9ge 9 of 12 () 30'-0" 30.-0" 30'-0" EP) 30'-0" 30'-0" W3 1/2" D TO TP =1- 1/2" 1/2"A • FD -3 SHIPPING A 10 RECIEVINC - N16 I i=.1 MATCHLINE SEE SHEET 2-81-1M110 VALVECFT /2" 1 3/4" 1/2" iRANSDI LER 010 CA .- N2 CORRIDOR f 11D3 1 1/2"�� 6 /4" 1/2 DUPLEX CA DROP SEE DETAIL NP 1M1121M513 ;FAIRS #1 1313 1 sJ us us 4" WASTE UP EIEE RE 2'V DN 4 D D m m D $t TT, FIED TESL BUILDUP - 01 I 13141 /2" ELECTRICAL I 14E3 3" P -TRAP BELOW & U TO J -SINK 4. 2 1/2 1 1/2 1/2"N 1/2" 1/2" LEVATC`R MACH. ROOM. 11E4 3/4" 11E. P-11 F3 F—; 4/--1/2^A /4" VENDING 1 12E5 I ji 2'"V 1M112 M454 4 /5 %/5 S M/S M/S S 1/2' 1/4" IRE TABLE 1-1/2 LT..] 1315 r `' 1_1/d TABLE DUPLEX FLEXIBLE AIR DROP, SEE 1M112 M513 (4 TYP) 30.0 nT tr 010 RTr Elf IDTr Jtp30%3D J9x.1gJ0%J9 SOtt .bY30lO 3e 30:31 '. Ri t 1- /4 =e, 30' 0E arke• S I MS )s 1 M5 f ELE !TABLE 30x0 30.0 (2) DUPLEX FLEXIBLE AIR DROP, SEE / 6"RWL (TYP OF 4) 7(10 TYP)) 1M112 M513 SIMS I Ms IMSjx s I us I M6 1 u5 1 us ( r0 a R 4 x N LEJ LEE Z S U REVIEVVEIJ FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila (3UILDING DIVISION 7) 3/4 3/4" LJ LJ CO J J 1/2< Q LJJ LJ 1 II GABLE TABEE Mt hr 606961E (13E7)� tS 'n'0i as as (12E7> : I PLUMBING SCALE: 1/8"=1'-0" O 0 VESTIBULE 12E7 fi 8 co GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW COMPRESSED AIR PIPING (TYP). PROVIDE TWO DUPLEX AIR DROPS AT WORK STATION AS SHOWN. PROVIDE ADJUSTABLE HOSE WITH HOSE CLAMP SUPPORT WITH OD (TYP). CENTER DROPS BETWEEN WORK STATIONS. PROVIDE DUPLEX AIR DROPS AT WORK STATION AS SHOWN. PROVIDE ADJUSTABLE HOSE WITH HOSE CLAMP SUPPORT WITH OD (TYP). CENTER DROPS BETWEEN WORK STATIONS. ® PROVIDE COMPRESSED AIR DROP, TYPICAL RECEIVED CITY OF TUKWI 0 NOV 1 2 2013 PERMIT CENTER 90% SUBMITTAL ISSUED FOR PERMIT 2-81 KEY PLAN SOIL KS BUILDING O Wood Harbinger Bee9 Lith Ave NE. Suite co Bellevue WA 98To4 4ss.4a3.6DDe wOOdhartineecmm 0654 A B C RLV90H RECORD DRAWING J1972197-00 SHOP NR UNE W.0.5944214 LAPTOP HOTELING ID+13884-50 CDC RELOCATION — WIRE SHOP RELOCATION JI19760 Br HGI/SHS WDB WDB WH APPRdID Out SYM REVISION BY APPROVED DATE 4BL 11 12 99 11 27 07 1.12 12 10.22.13 Ice:1_1,0E74 • ACCEPTABILITY THIS DESIGN AND/OR SPECK -WON IS APPROVED APPROVED BY DEPT. DATE DRAWN DAIS 4. HOLT 12.8.97 5. FRANKUN 3.30.98 SUBTITLE PLUMBING CURRENT REVISION Jf19760 SYMBOL C DATE 10.22.13 RNWNLLN G. FRANEK CHECKED G. SPRAGUE 12.8.97 6.3.98 APPROVED COSTELLOL 6.3.98 R P4RCCNIIEESH 6.3.98 TITLE WIRE SHOP RELOCATION TO 2-81 MECHANICAL MASTER BUILDING 2-81 COL. A -F/3-8 PLANT 2 SHEET 1M112 Joe No. 972197-00 COMP N0. DWG NO. 2-81-101411e 10 of 12 3/4" 11 0 1 11/2-1/ �- 2J CAPPED (TYP) CAPPED (TYP) CAPPED (TYP) CAPPED TRAP PRIMER 1/2"CW 3/4" WH=1 C7 21, 0 C7 r TRAP PRIMER 2" UP TO FD 1/2"CW 1/2" CW 2" SAN UP 1 1/2"V CAPPED (TYP) — 2" SAN DN I CCwe.-2V 3 c A 3/4"HW To --1 1/2'v 0 C) 0 la 0 REVIEWED FOR CODE COMPLIANCE APPROVED ED NOV 2 0 2013 City of Tukwila BUILDING DIVISION PLUMBING PARTIAL PLAN SCALE: 1/4" = 1.-0" M454 1M1120 HWC 1 1/2" 1 1/4" CW C.4 tr,� T MASTER SHUT -OF VALVES /6) LEGEND REFRIGERANT LINE BY KITCHEN _R EQUIPMENT CONTRACTOR 1/2' CW +72 32 L KITCHEN EQUIPMENT TO BE SERVED (SEE 2-81-A360 FOR SCHEDULE ROUGH -IN ELEV. (ABOVE FLOOR) PIPE SIZE AND COMMODITY GENERAL NOTES 1. FOR CONTINUATION OF PIPING, SEE SHT 1M112. 2 > PROVIDE HOT AND COLD WATER FREEZEPROOF HOSE BIB. 1 3 > HOSE REEL. T NOT USED 15 > NOT USED 6 > NOT USED - W% NOT USED 1 8 > WATER HAMMER ARRESTER WAH-A. l RE EIV (D CITY OF TUKWILA NOV 1 2 213 PERM IT CENTER r (7) 90% SUBMITTAL ISSUED FOR PERMIT REFERENCE DRAWINGS 1. SEE DWG. 2-81-A460 FOR EQUIPMENT ITEM NUMBERS. 2. SEE DWG. 2-81-A360 AND A361 FOR EQUIPMENT SCHEDULE. CONSTRUCTION NOTES LOCATE 2" AIR GAP FITTING AT CEILING SPACE.. E.> SLOPE PIPE TOWARDS DIRECTION OF FLOW AT 1/4" PER FT. POINT OF CONNECTION TO EXISTING RISER AT CEILING SPACE. FIELD VERIFY EXACT LOCATION. ® POINT OF CONNECTION TO EXISTING .. 2"SAN AT CEILING SPACE. TERMINATE 2"CONDENSATE DRAIN AT AIR GAP FITTING. PROVIDE CONNECTION TO 2" SANITARY SEWER WITH AIR GAP FITTING. POINT OF CONNECTION TO EXISTING 2"V AT CEILING SPACE. ROUTE 2 -CONDENSATE AND 1"CU THRU EXISTING BEAM PIPE PENETRATION. FIELD VERIFY EXACT LOCATION. MAKE NECESSARY ADJUSTMENT AS REOUIRED. co Wood Harbinger 3009 mth Ave NE. Suite TDD Bellevue WA 98004 405608.6000 w0a61Mrteneermm BENISON RECORD DRAWING INSTALL ICE MAKER LAPTOP HOTELWG CDC RELOCATION - WIRE SHOP RELOCATION 4972197-00 J1685793-00 ID113884-50 419760 BY HGI/SHS WDB WDB WH APPROVED DATE srM REVISION BY APPROVED DATE 88L 11.12.99 02.28.08 1.12.12 10.22.13 1 eL47451EIAW* ACCEPTABILITY THS DESIGN AND/OR SPECIFICATION 5 APPROVED DRAWN M. HOLT SKUN DATE 1.10.98 3.30.98 SUBTITLE ENLARGED PLUMBING PLAN CURRENT REVISION J()19760 SYMBOL C DATE 10.22.13 APPROVED BY DEPT. DATE ENGWLLN G. FRANEK 1.10.98 CHECKED G. SPRAGUE 6.3.98 APPROVED ST LLO 6.3.98 R. MCNIESH 6.3.98 TREE MECHANICAL MASTER WIRE SHOP RELOCATION TO 2-81 BUILDING 2-81 COL. E -C/6-7 PLANT 2 SHal M454 roe No. 972197-00 COMP No. DWG NO. 2-81-M4 qe 11 of 12 1/2" STREET ELBOW TYP 1/2"X3/8" HEX BUSHING TEE BALL VALVE WATTS #B-6080 PIPE SLEEVE 1 HAND OPERATED TREADLE i 1/4" QUICK DISCONNECT SOCKET, PARKER B22E 1/4" QUICK DISCONNECT BODY x 3/8"MPT FLOOR 1 100 PSI AIR FLOOR MOUNTED DUPLEX AIR OUTLET n SCALE: NONE 1/2"CW TO BE ROUTED IN WALL DRAIN IN WALL FLOOR EYE WASH FOUNTAIN DETAIL (P-7) M513 SCALE: NONE FLOOR OR ROOF DRAIN SYR RUN TO FLOOR OR ROOF DRAIN SLOPE SHALL BE MIN. 1/4" PER FT OF RUN M513 PLUG LOCATE 4'-0" ABOVE FINISHED FLOOR PARKER EZ-251-6FP 3/8" FPT x 1/4" SOCKET QUICK DISCONNECT (TYP) WALL OR STRUCTURE /// (REF) WALL BOARD ANCHOR SCREW AND WASHER MOLLY BOLT OR EXPANDING TYPE ANCHOR (2 PLACES) B -UNE B-22 CHANNEL OR EQUAL 100 PSI AIR WALL MOUNTED DUPLEX AIR OUTLET CHWS —t REDUCED PRESSURE BACKFLOW PREVENTER PW TO FLOOR DRAIN HYDRAULIC UNIT (U -D SHAKER SIMILAR) TO FLOOR DRAIN pQ CHWR REDUCED PRESSURE BACKFLOW PREVENTOR TO HYDAULIC UNIT SCALE: NONE 1/2" PIPE NIPPLE (TYP) 1/2" ALL PURPOSE HOSE 200 PSI BOSTON PERFORMER H11508 Da C 1M110,1M113,1,60,1M631M513 'WE _C R CODE COfMMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION BY OTHERS 1 1/2" AIR HYDRAULIC TRENCH PIPING SCALE NONE PIPE HEADER (SEE PLAN VIEW) 1/2' PIPE NIPPLE (TYP) 1/2" ALL PURPOSE HOSE 200 PSI BOSTON PERFORMER H11508 1/2" ALL PURPOSE HOSE 200 PSI BOSTON PERFORMER H11508 1/2" ALL PURPOSE HOSE 200 PSI BOSTON PERFORMER 1111508 ED OF TUKWILA V 1 2 2013 IT CENTER EQUAL TO 1/2 STATIC PRESSURE RATING OF UNIT PLUS 1" AIR GAP: 2 TIMES PIPE 0 (MAX. = 2") CONDENSATE DRAIN DETAIL SCALE: NONE M513 REVISION RECORD DRAWING J1972197-00 A CDC RELOCATION — WIRE SHOP RELOCATION J#19760 HGI/SHS WH APPROVED 11.12.99 SYR AHU + FCU DRAIN PAN ON A DRAW THRU UNIT: EQUAL TO STATIC PRESSURE OF UNIT; ON A BLOW THRU UNIT: EQUAL TO 0" PIPE SIZE SAME AS UNIT DRAIN CONNECTION REVISION 3/8" STREET ELBOW BLK MI (TYP) PARKER1EZ-251-6FP 3/8" FPT x 1/4" SOCKET I QUICK DISCONNECT (TYP) APPROVED DATE CEL 10.22.13 el_AVAIE,ArG° 1 ACCEPTABILITY THIS DESIGN IND/OR SPECIFICATION 0 APPROVED APPROVED RY DEPT. DIE • G. KREWIN MATE 3.26.98 3.30.98 S. FRANKUN PARKER EZ-251-6FP 3/8" FPT x 1/4" SOCKET QUICK DISCONNECT (TYP) QUADRUPLEX FLEXIBLE AIR DROP OUTLET SA SURIIRI PLUMBING DETAILS 90% SUBMITTAL ISSUED FOR PERMIT CURRENT REVISION 972197-00 SYMBOL A ATE 10.22.13 1NUHLEN E. YOOSFIAN CHECKED G. SPRAGUE L CELLO APPROVED R. McNIESH 3.26.98 6.3.98 6.3.98 6.3.98 IOU MECHANICAL MASTER WIRE SHOP RELOCATION TO 2-81 BUILDING 2-81 M513 AM ND. 972197-00 COMP 140. MBL mm No. 2-81-MPage 12 of 12 C1PO PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-0154 DATE: 11/12/13 PROJECT NAME: BOEING #2-81 SITE ADDRESS: 8123 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: (/ iribjkl) BuildingDivision W\ t43l - 012101417 Public Works IN I Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/14/13 Complete Incomplete 111 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required r No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) _ Notation: REVIEWER'S INITIALS: DUE DATE: 12/12/13 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Contractors or Tradespeople Priier Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name DESIGN AIR LTD UBI No. 600314241 Phone 2538542770 Status Active Address 8657 South 190Th St License No. DESIGL*212DG Suite/Apt. License Type Construction Contractor City Kent Effective Date 3/7/1979 State WA Expiration Date 3/7/2014 Zip 98031 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MRCCOL,981JBM R C CONSTRUCTION LLC Construction Contractor General Unused 4/2/2002 4/29/2012 Expired Business Owner Information Name Role Effective Date Expiration Date HAGEN, RONALD A President 91/01/1980 Amount PORTO, MARK M Secretary 03/08/2010 MATZ, RICHARD K Vice President 03/08/2010 Bond Information Page 1 of 2 Bond 8 Bond Company Name TRAVELERS CAS a SURETY CO Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 103742548 03/07/2002 Until Cancelled $12,000.00 02/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 33 Continental Cas 10/01/2013 10/01/2014 $2,000,000.0009/23/2013 32 CoontinentalCas GL2095787039 10/01/2012 10/01/2013 $2,000,000.00 10/01/2012 31 Coontinental Cas GL2095786635 10/01/2011 10/01/2012 $2,000,000.00 09/30/2011 30 CONTINENTAL CAS CO GL2095785243 10/01/2010 10/01/2011 $2,000,000.0009/27/2010 29 CONTINENTAL CAS CO GL2095786232 10/01/2009 10/01/2010 $2,000,000.0009/25/2009 28 CONTINENTAL CAS CO GL2095785744 10/01/2008 10/01/2009 $2,000,000.00 09/23/2008 27 CONTINENTAL CAS CO GL2095785744 10/01/2008 10/01/2009 $2,000,000.00 09/23/2008 26 CONTINENTAL CAS CO GL2095783234 10/01/2007 10/01/2008 $2,000,000.0009/24/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period httns://fortress.wa. aov/lni/bbin/Print.asnx 12/04/2013